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HomeMy WebLinkAboutBLD2026-00241 Repair - BLD Inspections - 4/29/2026 Department of Community Development 0MASON COUNTY 615 W.Alder St.Bldg 8,Shelton,WA 98584 COMMUNITY DEVELOPMENT 360-427-9670 ext.352 Permit Assistance Center,Building,Planning www.MasonCountyWA.gov INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** To schedule an inspection call or visit https://masoncou ntywa.gov/departments/community_development/building/inspections/index.php Permit Number BLD2026-00241 Date Issued 04/07/2026 Issued By Project FOUNDATION REPAIR Site Address 1780 E SPENCER LAKE RD Applicant GROUNDWORKS Contractor GROUNDWORKS Contractor Phone 206-698-3977 Primary Code �P�021 IBC,IRC,IFC,IEC,IMC,& Type Permit Type REPAIR-RESIDENTIAL Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.** PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building 2 -Z Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other fvo\-1 ¶a: \ LA-2'1-2L JCtt_ NOS INSPECTION RESULTS Pagel MASON COUNTY Department of Community Development 0 COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584 Permit Assstanr'e Center,Building,Planning (360)427-9670 ext. 352 Application# BLD2026-00241 Application Type REPAIR - RESIDENTIAL Owner GREENOUGH REVOCABLE LIVING TRUST Parcel# 221323290090 Site Address 1780 E SPENCER LAKE RD SHELTON, WA 98584 Inspector Inspection Type Date Status Comments 4-27-26-JQ Joshua FOOTING INSPECTION 04/27/2026 FAIL 1. Not ready for inspection- CREW IS STILL INSTALLING PIERS. Quarders CALL FOR REINSPECTIN WHEN READY Mason County Mason County - Division of Community Development 615 W. Alder St. NC Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2026-00241 REPAIR - RESIDENTIAL PROJECT DESCRIPTION: FOUNDATION REPAIR ISSUED: 04/07/2026 SITE ADDRESS: 1780 E SPENCER LAKE RD SHELTON EXPIRES: 10/04/2026 PARCEL: 221323290090 APPLICANT: GROUNDWORKS OWNER: GREENOUGH REVOCABLE LIVING TRUST 18915 16TH AVE S PAUL A& RHONDA J GREENOUGH CO- SEATAC,WA 98188 TRUSTEES 206-698-3977 SHELTON, WA 98584 GENERAL CONTRACTOR'S LICENSE: GROUNDWORKS License: GROUN**763O5 18915 16TH AVE S Expires: 10/29/2026 SEATAC,WA 98188 206-698-3977 VALUATIONS: FEES: Paid Due Project Valuation (BID, 45241.75 $45,241.75 Technology Surcharge $21.53 $0.00 ESTIMATION..) Building Permit Fee $652.57 $0.00 Plan Check Fee $424.17 $0.00 State Fee-Residential $6.50 $0.00 Total: $45,241.75 Totals : $1,104.77 $0.00 REQUIRED INSPECTIONS Footing Inspection BLD-Final Inspection CONDITIONS * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. Printed by:Anna Schaffran on:04/07/2026 10:00 AM Page 1 of 3 Mason County Mason County - Division of Community Development 615 W. Alder St. llk,�p Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov REPAIR - RESIDENTIAL BLD2026-00241 Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance contact the Mason County Public Works Department prior to construction at Ext 450 ' All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. ------------- --------------------------------------------------------..._._...._......... ------- * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the farthest projection of the structure. Front setbacks are measured from the front lot line or road easement boundary, whichever is closer. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant one or more extension of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicate that circumstances beyond the control of the permit holder prevented action from being taken. All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Code 14.28 and 14.17. * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. -------------------- Printed by:Anna Schaffran on:04/07/2026 10:00 AM Page 2 of 3 QN-C, Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov REPAIR - RESIDENTIAL BLD2026-00241 OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION UNLESS OTHERWISE APPROVED. --------------------------- ------------------------------------ ------- --......------ " Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. * All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * All property lines shall be clearly identified at the time of foundation inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: C � 7�uen� Contractor or Authorized Agent: Jason Duong Date: 4/7/2026 Printed by:Anna Schaffran on:04/07/2026 10:00 AM Page 3 of 3 ' Mason County Mason County - Division of Community Development 615 W. Alder St. N'C Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2026-00241 REPAIR - RESIDENTIAL PROJECT DESCRIPTION: FOUNDATION REPAIR ISSUED: 04/07/2026 SITE ADDRESS: 1780 E SPENCER LAKE RD SHELTON EXPIRES: 10/04/2026 PARCEL: 221323290090 APPLICANT: GROUNDWORKS OWNER: GREENOUGH REVOCABLE LIVING TRUST 18915 16TH AVE S PAUL A& RHONDA J GREENOUGH CO- SEATAC,WA 98188 TRUSTEES 206-698-3977 SHELTON,WA 98584 GENERAL CONTRACTOR'S LICENSE: GROUNDWORKS License: GROUN**763O5 18915 16TH AVE S Expires: 10/29/2026 SEATAC, WA 98188 206-698-3977 VALUATIONS: FEES: Paid Due Project Valuation (BID, 45241.75 $45,241.75 Technology Surcharge $21.53 $0.00 ESTIMATION..) Building Permit Fee $652.57 $0.00 Plan Check Fee $424.17 $0.00 State Fee-Residential $6.50 $0.00 Total: $45,241.75 Totals : $1,104.77 $0.00 REQUIRED INSPECTIONS Footing Inspection BLD-Final Inspection CONDITIONS CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. Printed by:Anna Schaffran on:04/07/2026 10:00 AM Page 1 of 3 Mason County Mason County - Division of Community Development 615 W. Alder St. N Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov REPAIR - RESIDENTIAL BLD2026-00241 * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance contact the Mason County Public Works Department prior to construction at Ext 450 * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the farthest projection of the structure. Front setbacks are measured from the front lot line or road easement boundary, whichever is closer. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant one or more extension of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicate that circumstances beyond the control of the permit holder prevented action from being taken. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Code 14.28 and 14.17. * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. ------------------------------------------------------------------------------ Printed by:Anna Schaffran on:04/07/2026 10:00 AM Page 2 of 3 Mason County Mason County - Division of Community Development N C 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov REPAIR - RESIDENTIAL BLD2026-00241 OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION UNLESS OTHERWISE APPROVED. -------- --- ---------------------------------------- -----....------------ * Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * All property lines shall be clearly identified at the time of foundation inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: Pss . Contractor or Authorized Agent: I S5 u Cles..-�c r cc.�L Date: a`f �� z 6 Z Ia Printed by:Anna Schaffran on:04/07/2026 10:00 AM Page 3 of 3 ENGINEERING REPORT FOR FLOOR & FOUNDATION STABILIZATION BUILDING DEPT.: Mason County Community Development REVLE Ytf' 1OD 615 W Alder St. � 1' Shelton WA 98584 "4w-'m *V O7 1 ATCE REFERENCE CODE: 021 IBC,2021 IRC with Mason County Amendments P ` iOr • Ll}j 'DATE: March 11,2026 ` �' "'1-�' ------ date PROJECT: Paul Greenough ADDRESS: 1780 East Spencer Lake Road,Shelton,WA 98584 CUSTOMER#: 127231 INSPECTOR: Hunter Kirk INSPECTION DATE: 2/22/2026 OVERVIEW: As requested by the owner/representative of the above referenced project(client),the field inspector visited the project and performed a visual inspection of readily accessible foundation areas (walls and piers)and associated structural framing elements.Unless noted below,destructive testing and evaluation was not performed.Based on this inspection,the field inspector and the client agreed to the following"Scope-Of-Work". SCOPE-OF-WORK: IMG IntelliJack with CIP Concrete Footing (SEE PRODUCT DETAILS-ATTACHED] QUANTITY: 1 30 [SEE LOCATION PLAN FOR SPACING] GENERAL ISSUE: Flessive deflection and sagging of floor joists in crawl space. PROP. SOLUTION' nstall 30Intelli]ack Floor Supports with footings under existing main beams in crawl space,as shown on the attached sketch,to [urovide support for the floor framing system. EXISTING STRUCTURE DETAILS: • Classification: Single Family Residence • Year Built: 1 2016 • Stories: 0 • Construction Type: [Wood Frame • Exterior: [Wood Siding • Foundation Type: Crawl Space(Cast-In-Place Concrete Walls on Spread Type Footings) • Floor Design Loads: Live Load: I 40 I psf [Based on Typical IRC Load Tables] Dead Load: I 12 I psf • Wall Design Loads: Live+Dead Load: I 1500 I plf [Based on Typical IRC Load Tables] SOIL CONDITIONS: • Minimum Frost Depth: I 12 tin. NOTE:For exterior footings ONLY. • Assumed Allowable Bearing Capacity: I 1,500 I psf Per Referenced Code Above EXISTING FLOOR FRAMING CHARACTERISTICS: • Existing Girder Type: Drop Girder • Existing Girder Material: Lumber • Existing Girder Size: 4X10 • Floor Joist Type: Dimensional Z xC H OLc • Floor Joist Size: 2X12 ' AS# 'cT9(, • Floor Joist Spacing: 16"O.C. r� �P errs EXISTING FOUNDATION CHARACTERISTICS: `� z • Foundation Wall Height: 2.5 I ft. 481 6 �4 • Foundation Backfill Height: r 1.5 Ift. �•t 'PFGIsrE��o �� �ss�0NAL �'�G`3/11/2026 Page 1 of�� DESIGN CALCULATIONS AND SUMMARY Groundworks' rks' BUILDING DEPT: Mason County Community Development PROJECT: Paul Greenough Seattle ADDRESS: 1780 East Spencer Lake Road,Shelton,WA 98584 DATE: March 11,2026 TASK A: Evaluate Girder/Beam Loading and IntelliJack Loading: STEP 1- Determine the load which will be supported by the girder/beam in lbs per linear foot: •Girder/Beam Load( lf)=[Span 1 (ft)+Span 2(ft)]x Floor Load(psf)/2 • Load=[ I 12.75 + 12.58333 iii x 52 I / 2 = 659 jlpif [Girder/Beam Load] STEP 2- Determine the load on the Intellijacks by multiplying the calculated girder/beam load by the spacing of the Intellijacks: •Girder/Beam Load lf)x Maximum Average Intellijack Spacing(ft)=Intellijack Load(lbs) • Load= 459 x 6 ii = 3,952 II1bs [Intellijack Load] [±12in OK] TASK B: Existing or new beam supported by existing supports and supplemental Intellijacks(as shown on plan)is acceptable as per IRC girder/beam tables. OK TASK C: Evaluate IMG IntelliJack Cast-In-Place Footing Size: Given: Soil Bearing Capacity= 1,500 psf Intellijack Load= 3,952 lbs Min.Footing Embed.Depth= 24 in Determine minimum footing base for square type footing(isolated) • Footing Width(B, inches)=Square Root of Intellijack Load/Soil Bearing Capacity • B = � I 3,952 / Ii 1,500 = 1.62 I feet • Minimum Footing Dimensions(in.x in.): 1 24 X I 24 inches NOTES: 1)Minimum footing thickness shall be 12 inches or 1/2 the minimum footing width,whichever is greater. 2)Cast-in-place concrete underlain by 12"compacted aggregate base is acceptable IntelliJack with Cast-In-Place Footing Deta __ EXISTUYOFLOORFRIWiT— I REV!EWED FOR CODE COMPLIANCE E]R5,111G OR SIiPIDENTK TOP M011lfNq OI710N MASON COUNTY .W�� BUILDIi'JG DEPARTMENT TMEADEDC P(LLX RDD 3Y.J.r SOTTGU RATE(i 1 ' MEC„M�CK noF+D RECESSED PITO CON CRETE V]Eco W. W.TEISMTN LU ELV FSH 401M dttf w.30 EXPMONC MNC..OR Zr SOVME OT THKN Ci FOOrN6.SEIJDNG OM,T.IW.OPo,V6MBE 'lC H OLD+ ���P�oFwASH�4 ✓q�� • rmiu�rxoEt�^tom! 481 6 ,. ,•, u �TSIONAL 1 3/11/2026 Page 2 of '( COMMENTARY & LIMITATIONS BUILDING DEPT: Mason County Community Development Croundworks PROJECT: Paul Greenough Seattle ADDRESS: 1780 East Spencer Lake Road,Shelton,WA 98584 DATE: March 11,2026 GENERAL COMMENTARY The recommendations provided herein are based on our understanding of the project and subsurface characteristics at the time of this report.If differing project conditions are encountered,field personnel shall notify Engineering Department immediately for resolution. Unless determined by a site-specific soil boring and laboratory soils analysis,the bearing capacity(net allowable soil pressure)referenced in the first page of this report is based on our experience with soils in the project area as well as the "Presumptive Load-Bearing Values"as outlined in the referenced version of the IRC.Any perimeter pier may be installed on the interior or exterior of the structure at the discretion of the Contractor.It should be noted that subsurface conditions can vary across the site due to natural occurence or because of previous construction,clearing,or cut/fill grading operations. LIMITATIONS The intent of the proposed floor support products is to provide support to existing beams/girders or to provide support to new beams serving in a supplemental support condition(as noted herein). It should be understood that one of the benefits of the floor support products is the adjustable bolts,which allows for minor and/or incremental adjustments over a period of time,which minimizes stress to the structure. The information presented in this submittal is provided as support to the proposed scope of work outlined in the preceding pages.This report does not represent commentary on causation of foundation or structural damage(flood,wind,ground subsidence,etc.). Any additional work shall be considered beyond the scope of these analyses. FLOOR SUPPORT PRODUCT REFERENCES: R E\/!E WED F O R 0D,-_ COMPLIANCE • IMG IntelliJack Technical Data Sheet and Product Specifications �' q c'ONCOUNTY BUILDING DEPARTMENT • ICC-ES Evaluation Report ESR-5007(Intellijack Support Columns) FOUNDATION PIER PRODUCT REFERENCES: Additional Documents: �y1CHOle m z 4816 cy '�s�0NAL 3/11/2026 Page 3 of�!� LOCATION / LAYOUT PLAN / NOTES p BUILDING DEPT.: Mason County Community Development G round,V V ork PROJECT: Paul Greenough ADDRESS: 1780 East Spencer Lake Road,Shelton,WA 98584 Seattle DATE: March 11,2026 Design Criteria FOH Building Code 20211BC.20211 RC with Mason County Amendments Load Type Load Category Value Floor 12 -0.2 —0.3 -0.3 ; Dead Loads Roof 20 Walls 10 Floor,Residential 40 Live loads Roof 20 Garag Ground Snow Loads --- ___. .. 35 - IJ1 IJ3 6' Spacing 166 IJ7 -O.3 Additional Desi n Criteria 30 Risk Category 2 9N IJ4 IJ5 Wind Loads Exposure Category C 0 IJ2 -1,4 Ultimate Wind S eed 110 mph h Seismic Design Categor B Soicmic Load -0 { USGS Seismic Site Class D-2 4' Spacing Earth Load SoilBearingCapacity 1500 sf -0.1 -09 -ENTRY 3 Spacing -0.3 C , o C) 0IJ8-14 - O M ØØØØ JJ 15 20 '-' -0.1 G �, ; -0.3 6' Spacing LY -1.3 O.Ot1J21 IJ22 1J23 IJ24 1J25 IJ26 1J27 IJ28 1J29 IJ30 03 . OT C _________ -0.1 -0.2 -0.2 -0.3 O BOH �y1C H 0L FRONT OF HOUSE �� of wnsy ✓q ADDITIONAL WORK DESCRIPTION or GENERAL NOTES: ITEM I- Calculations for floor supports are based on support spacing of 6 ft on center W w m z ITEM 2- See Report Pg 2 for footing details-MAY RE-USE EXISTING FOOTINGS ITEM 3- 48 6 cy� ITEM 4- O �FGISTV, �� ��SI�NAL E�G�3/11/2026 Page 4 of 4 ICC EVALUATION SERVICE` ICC-ES Evaluation Report ESR-5007 Reissued October 2025 This report also contains: -City of Chicago Supplement CA Supplement Subject to renewal October 2026 FL Supplement ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2025 ICC Evaluation Service,LLC.All rights reserved. DIVISION: 05 00 00 - REPORT HOLDER: EVALUATION SUBJECT: �, 0 METALS INDEPENDENCE INTELLIJACK SUPPORT Section: 05 50 00- MATERIALS GROUP, COLUMNS ® I Metal Fabrications LLC (IMG) 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2024, 2021, 2018, 2015 and 2012 International Building Code®(IBC) ■ 2024, 2021, 2018, 2015 and 2012 International Residential Code®(IRC) Property evaluated: ■ Structural 2.0 USES The IntelliJack Support Columns are used to transfer axial compressive loads from wood or steel beams to code-complying foundations. They may be used under the IBC and the IRC when an engineering design is prepared in accordance with IRC Section R301.1.3. 3.0 DESCRIPTION 3.1 General: The IntelliJack Support Columns consist of a steel tube column with a bottom plate at one end and an adjustable screw assembly at the other end.The adjustable screw assembly consists of a base plate,threaded rod, top plate and collar. The IntelliJack Support Columns have been evaluated for nominal lengths up to 10 feet (3048 mm) and can be adjusted up to a maximum of 5-inches (127 mm) in length. See Figure 1 for details. 3.2 Material: 3.2.1 Steel Tube: The steel tube has a 31/2 inch (88.9 mm)outside diameter and has a nominal thickness of 0.165-inch (4.2 mm). The tubing conforms to ASTM A500 Grade C with a minimum yield strength of 50 ksi (345 MPa)and a minimum tensile strength of 62 ksi (427 MPa). The tubes have a corrosion resistant coating finish. 3.2.2 Bottom Plate Assembly: The bottom plate assembly consists of an ASTM A36 steel plate with a nominal thickness of '/2-inch (12.7 mm) with a 3/4-inch-long (19.1 mm) piece of 3-inch-outside-diameter (76.2 mm)ASTM A36 steel tube that is welded to the center of the plate. The bottom plate is available in two sizes: 3'h by 3'/2-inches (89 mm by 89 mm) square or 5 inches by 6 inches (127 by 152 mm). The bottom plate assembly has a corrosion resistant finish. See Figure 2 for details. 2 wane Page 1 of 8 ESR-5007 Page 2 of 8 Most Widely Accepted and Trusted 3.2.3 Threaded Rod Assembly: The threaded rod assembly consists of 11/4-inch-diameter (31.8 mm) by 10-inches long (254 mm) ASTM F1554, Grade 55 Steel threaded rod with matching 11/4-inch-diameter (31.8 mm)-7 ASTM A563,Grade A steel Heavy Hex Nut with a Zinc coating. One nut is welded to the threaded rod and one nut is used as a jam nut against the collar. See Figures 1 and 3 for details. 3.2.4 Top Plate Assembly: The top plate assembly consists of ASTM A36 steel plate 6-inches wide by 5-inches long (152.4 mm by 127 mm) with a nominal thickness of (12.7mm); with a 11/4-inch-long (31.8 mm) by 13/4-inch-outside diameter(44.4 mm)ASTM A36 steel tube welded to the plate. The Top Plate Assembly has a corrosion resistant finish. See Figure 3 for details. 3.2.5 Collar(threaded cap):The collar is placed in one end of the steel tube.A threaded hole is in the center of the collar for the threaded rod. The collar is made from ASTM A1018 steel and has a corrosion resistant coating. See Figure 4 for details. 4.0 DESIGN AND INSTALLATION 4.1 Design: Design loads [for allowable stress design (ASD) and for load and resistance factor design (LRFD)] must be determined in accordance with IBC Section 1605.1 and must not exceed either the allowable loads or design strengths given in Table 1, as applicable. Design loads determined in accordance with 2018, 2015, and 2012 IBC Section 1605.3 [for allowable stress design (ASD)] must not exceed the allowable loads given in Table 1, as applicable. Design loads determined in accordance with 2018, 2015 and 2012 IBC Section 1605.2 [for load and resistance factor design (LRFD)] must not exceed the design strengths given in Table 1, as applicable. The capacity of the top and base steel plates must be calculated in accordance with applicable code requirements for the steel, concrete, wood or other approved beam and foundation materials, to determine whether or not the supplied steel plate thickness is adequate for the applied load interface. 4.2 Installation: Installation of the IntelliJack Support Columns must comply with this report, the report holder's published installation instructions and the approved plans.The report holder's published installation instructions and the approved plans must be available at the jobsite at all times during installation. The columns must be supported on code-complying foundations capable of supporting the imposed load. The columns must be placed vertically plumb in the desired position under the beam. The columns must be anchored to the foundation in accordance with the approved plans. The columns must be adjusted to ensure full bearing of the beam on the top plate. Maximum length adjustment of the columns is 5 inches (127 mm). After the column has been adjusted to the desired length, one screw thread immediately above the threaded cap must be damaged to one half its depth for a length of 1 V2 inches (38.1 mm)with a cold chisel to prevent vertical movement of the column. The top plate must be attached to the supported beam in accordance with the approved plans. After installation of the IntelliJack Support Column, the column may be encased in concrete to prevent movement after installation. Protection of the column shall in accordance with IBC Section 2201.3 (2021 and 2018 IBC Section 2203.1, 2015 and 2012 IBC Section 2203.2)and IRC Section R407.2. 5.0 CONDITIONS OF USE: The IntelliJack Support Columns described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The column assemblies must be fabricated and installed in accordance with this report, the report holder's published installation instructions, the approved plans and the applicable code. In the event of a conflict between the report holder's published installation instructions and this report, the more restrictive requirement governs. 5.2 Where required by the code official, engineering calculations and construction documents consistent with this report must be submitted to the code official for approval. The documents must address details of the attachment of the column to the structure, consistent with the requirements of this report. The documents must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.3 Loading on the columns must be limited to concentric axial compressive loads, in accordance with Section 4.1. Other loading conditions, such as but not limited to, eccentric loads,tensile axial loads, bending loads, and lateral loads, are outside the scope of this report. 5.4 Connections of the post to the foundation and the supported construction, and bearing capacity of the supported beam, are outside the scope of this report and must be approved by the code official. ESR-5007 Page 3 of 8 Most Wdety Accepted and Trusted 5.5 Maximum adjustment of the IntelliJack Support Columns is 5 inches(127 mm)and the overall column height must be limited to the maximum height given in Table 1. 5.6 The IntelliJack Support Columns are manufactured under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Adjustable Steel Columns (AC335), dated February 2008 (editorially revised April 2024). 7.0 IDENTIFICATION 7.1 The ICC-ES mark of conformity, electronic labeling, or the evaluation report number (ICC-ES ESR-5007) along with the name, registered trademark, or registered logo of the report holder must be included in the product label. 7.2 In addition,the IntelliJack Support Columns are labeled with the product name,the minimum and maximum lengths, the allowable load and a limit of 5 inches maximum adjustment height. 7.3 The report holder's contact information is the following: INDEPENDENCE MATERIALS GROUP, LLC (IMG) 1741 CORPORATE LANDING PARKWAY VIRGINIA BEACH, VIRGINIA 23454 (803) 807-8629 www.independencemateriaisgroup.com TABLE 1—LOAD CAPACITIES FOR INDEPENDENCE MATERIALS GROUP, LLC(IMG)INTELLIJACK SUPPORT COLUMNS''2 3'/z-inch OUTSIDE DIAMETER TUBE NOMINAL SIZE(inches) ALLOWABLE LOAD FOR ASD(Ibf) DESIGN STRENGTH FOR LRFD(Ibf) 12 to 96 24,860 39,780 108 24,100 36,220 120 20,700 31,110 For SI: 1 inch=25.4 mm, 1 lbf=4.45 N 'All steel tubes comply with Section 3.2.1. 2Nominal size is the column length at its shortest adjustment. m X 35 0 o m o 1 w c m m N < O L) c 3 m m 5.0 ' NOMINAL SIZE IS SHORTEST ADJUSTMENT :__________ J ___________ U r m O r o ao cn D m t rn rn D nmmnmmmm�mmnm I m mn n n 111111111111111111111111111111111111 11 III II 1111 llllllll 11111111 O Illlllllllillilllllllllllllllllllllll 11 111 II 1111 11111(il 11111111 a C (') L1W 111E WllW WLW LLWW LL WW c 1 $ 3 Z D N cn 5.0 � m c O O EJ m O 0 C 5 O O _J m e� A O ft 00 ESR-5007 Page 5 of 8 Most Widely Accepted and Trusted 03.5000 3.3 -� 03.1500 11/4"-7 THREADED HOLE CLIP SUPPORT BOTTOM VIEW Ii II g � CLIP SUPPORT SIDE VIEW FIGURE 4-COLLAR FIGURE 5-CLIP SUPPORT ES Ir ICC-ES Evaluation Report ESR-5007 City of Chicago Supplement Reissued October 2025 This report is subject to renewal October 2026. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 05 00 00-METALS Section: 05 50 00—Metal Fabrications REPORT HOLDER: INDEPENDENCE MATERIALS GROUP, LLC(IMG) EVALUATION SUBJECT: INTELLIJACK SUPPORT COLUMNS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the IntelliJack Support Columns, described in ICC-ES evaluation report ESR-5007, have also been evaluated for compliance with the Chicago Construction Codes(Title 14 of the Chicago Municipal Code)as noted below. Applicable code edition: 2019 Chicago Building Code(Title 14B) 2.0 CONCLUSIONS The IntelliJack Support Columns, described in Sections 2.0 through 7.0 of the evaluation report ESR-5007, comply with Title 14B, and are subject to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The IntelliJack Support Columns described in this evaluation report supplement must comply with all of the following conditions: • All applicable sections in the evaluation report ESR-5007. • The design, installation, conditions of use and identification of the IntelliJack Support Columns are in accordance with the 2018 International Building Code®(IBC)provisions noted in the evaluation report ESR-5007. • The design, installation and inspection are in accordance with additional requirements of Chapters 16 and 17 of Title 14B, as applicable. This supplement expires concurrently with the evaluation report, reissued October 2025. /CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as wANAB to any finding or other matter in this report,or as to any product covered by the report. Copyright©2025 ICC Evaluation Service,LLC. All rights reserved. Paps Bet 8 ES Ir ICC-ES Evaluation Report ESR-5007 CA Supplement Reissued October 2025 This report is subject to renewal October 2026. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 05 00 00-METALS Section: 05 50 00—Metal Fabrications REPORT HOLDER: INDEPENDENCE MATERIALS GROUP,LLC(IMG) EVALUATION SUBJECT: INTELLIJACK SUPPORT COLUMNS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that IntelliJack Support Columns, described in ICC-ES evaluation report ESR-5007,have also been evaluated for compliance with the codes noted below. Applicable code edition(s): ■ 2022 California Building Code(CBC) For evaluation of applicable Chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD)AKA:California Department of Health Care Access and Information(HCAI)and the Division of State Architect(DSA), see Sections 2.1.1 and 2.1.2 below. ■ 2022 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The IntelliJack Support Columns, described in Sections 2.0 through 7.0 of the evaluation report ESR-5007,comply with CBC Chapter 22,provided the design and installation are in accordance with the 2021 International Building Code®(IBC)provisions noted in the evaluation report and the additional requirements of CBC Chapters 16, 17 and 22, as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement. 2.2 CRC: The IntelliJack Support Columns, described in Sections 2.0 through 7.0 of the evaluation report ESR-5007,comply with CRC Chapter 4, provided the design and installation are in accordance with the 2021 International Residential Code® (IRC) provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report, reissued October 2025. /CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as is AAW to any finding or other matter in this report,or as to any product covered by the report. Copyright©2025 ICC Evaluation Service,LLC. All rights reserved. Page?of 8 ES Iw' ICC-ES Evaluation Report ESR-5007 FL Supplement Reissued October 2025 This report is subject to renewal October 2026. www.icc-es.orci 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 05 00 00-METALS Section: 05 50 00—Metal Fabrications REPORT HOLDER: INDEPENDENCE MATERIALS GROUP, LLC(IMG) EVALUATION SUBJECT: INTELLIJACK SUPPORT COLUMNS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that IntelliJack Support Columns, described in ICC-ES evaluation report ESR-5007, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2023 Florida Building Code—Building ■ 2023 Florida Building Code—Residential 2.0 CONCLUSIONS The IntelliJack Support Columns, described in Sections 2.0 through 7.0 of ICC-ES evaluation report ESR-5007, comply with the Florida Building Code—Building and Florida Building Code—Residential. The design requirements must be determined in accordance with the Florida Building Code—Building or the Florida Building Code—Residential, as applicable.The installation requirements noted in ICC-ES evaluation report ESR-5007 for the 2021 International Building Code®meet the requirements of the Florida Building Code—Building or the Florida Building Code—Residential, as applicable,with the following condition: ■ Protection of the column shall in accordance with Florida Building Code—Building Section 2203.2 and Florida Building Code—Residential Section R407.2. Use of the Evaluation Subject for compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building or the Florida Building Code—Residential has not been evaluated, and is outside the scope of this supplemental report. For products falling under Florida Rule 61 G20-3,verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity(or the code official when the report holder does not possess an approval by the Commission). Florida Rule 61G20-3 is applicable to products and/or systems which comprise the building envelope and structural frame for compliance with the structural requirements of the Florida Building Code. This supplement expires concurrently with the evaluation report, reissued October 2025. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as �% _ to any finding or other matter in this report,or as to any product covered by the report. Copyright©2025 ICC Evaluation Service,LLC. All rights reserved. Papa 8 Of 8